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Home My WebLink AboutPermit D98-0273 - BABIES R US - FIXTURED98 -0273 17500 Southcenter Pkwy. Babies "R" Us City of Tukwila { (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9110 Address: 17500 SOUTHCENTER PY Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: RACKS Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Permit No: Status: Issued: Expires: D98 -0273 ISSUED 09/10/1998 03/09/1999 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERS /AFA .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: Contractor License No: SIERRCC145N8 OCCUPANT BABIES 'R' US 17500 SOUTHCENTER PY, TUKWILA WA 98188 OWNER MBK NORTHWEST Phone: 206 575 -8090 C/0 TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTRACTOR SIERRA CONSTRUCTION CO INC. Phone: 206 885 -3797 16715 NE 79 ST, REDMOND WA 98052 CONTACT TODD RANKIN Phone: 206- 574 -0925 SIERRA CONSTRUCTION, 16715 NE 79TH, REDMOND WA 98052 k**************************************************** * * * * * * * * * * * * * * * * * * * * * ** * * * * * *AA Permit Description: TENANT FIXTURE INSTALLATION. k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *A Construction Valuation: $ 5,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start .Time:. Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N k*************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 188.06 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *A Date:/4 End Time:. Fi11: End Time: Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development per Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 37500 SOUTHCENTER PY Permit No: D9370273 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied:'08/11/1998 Parcel #: 262304-9110 : Issued: 09/1011998 ********************************************************************4; Permit Conditions.: 1. No changes will be made to the plans unless approved by the Architect or Engineer and thejukwlaBuilding Division. 2, All permits, inspectio.neCOrdandapproved plans shall be available at the :l.opH'slte'Pr'ior to the-Star!tsf.:of any con- struction. TheseHA6cOmentsare to be mainta-ined,and avail7 able until finalinpection 00proVal is grantek,._ . 3. All construotlon to.beAone An.00nfOrmanCewith approved plans and reouirements. of the yniforM BuO1ing.:,Codeq997 Edition at amended: 4 ValidityOf PerMAt'. The issoanceof a permit Or approV.a.1.of plans,SpecificationS, and computations struedtO he a permit for or an approval of 'any vIplattOn, of ariYof..the prOvistops-df:the Puilding code or of:.-nY, otherorditiance':of theiuriSdiction. No Permit PreSuOing to . IgivuOijrityto violate orc n ancel.::the provisioS:of)SW , code,:fsha1.1 be:valid.' ' • • 4. ■•••••• CITY OF TU' "W /LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project NamefTenant: �� ( t t C-7 e of onstruction: Site Address: D `JJ F City State /Z.• , t 9 L 41 k-0 V ' g� Tax Parcel Number: ±. o (l o O Property Owner _ . __ Phone• Street Address: (C 1 ° `) w �.L _ City State /Zip: • f GQ- �� 2 Fax #: 27 • t� ' - 1-Z'�- Contractor: t 1 C `C - 4- Phone7,5- - BS--V r4-- — Street Address: 1 &--is Ile City State /Zip: ^ 1- uc A a � 2 Fax #: LS- SK - '430 Architect:()tic? �� CI--c`1 , t Phone. - •� r,�- CD� (. " vw ' 2- C) - Street Address: \S-t) •1> City St to /Zip: -• ? C 1 1246.SPIS VIA 1 .6al (e7 Fax #: A(o • ?AT- ?z5-t-.t''2 Engineer: W1112-t--P 4-44-ks›-k't-6 -eAcety.se, Pho -• lel) (cLI -09 s9 Street Address: \ cl A t� t� * Cc City State /Zip: S- - - c A- c I Fax # `1, raj - 0 ci 8 Contact Person: Phoz2z4,) — a O -a„,s"- Street Addres , k lows t City State /Zip: "' , �` - vl.tof�D . k9JA; 61.505'.2— Fax #: C,-7, s - 6°41 Description of work to be done: r Cv l ��C &+C I r 4 Existing use: R6Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other _ Proposed use: RRetail C3 Restaurant ❑ Multi- family ❑ Warehouse El Hospital Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? yes ❑ no Existing fire protection features: 2 Psprinklers Ia'automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: � -42- existing Area of Construction: (sq. ft.) 2j 2-- Will there be storage of flammable /combustible hazardous material in the building? ❑ yes Z=' no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: in Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Appllca 0 taken by: (initials) CTPERMIT.DOC 1/29/97 PLEASE: $IGNUBACICOF-APPLICATION FORM: :L'.C©MIUIEh?C.li4.i.1MULTl= ; .Y TENANT:IMPR.OVEM. ENT /,ALT AVON PERMIT .A.P. PLICATIONS• MUST BE SUBMITTED.. WITH THE FOLLO WING • ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER Y ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non- Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ Vicinity Map showing location of site ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ ❑ ❑ ❑ ❑ ❑ Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non- Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND ! AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW E. • ' UTHORIZED AGENT: Signature: iis Date: ,C(� Print name: �-KD Phon Fax #: (( Address (0,91 S- .. . c_ti2,__,_(T City /State/ . 1 A Icy ^' 2- k tt CTPERMIT.DOC 1/29/97 o1A Ai* k******* ll*: 1* l.•*• R*******4*J; k * *./t *.' * *** *• * * * ** *:!c** *.* * ** *'* *'R *.4•* : fT, -0I= TUIKWILA WO TU(i4 4I7 A *a {.R*** * *4 *•4• * *• *•A*A* * *• * *k *.1: *•R ** *kA.R*A* ..A **:4 *R *A.*A•.A.4 *vl *.�.J• • * * *' TRANSMIT Number: R9700i327 Amount: 115.75 0`_)/10/9E .06 44 Payment: tri t,tod: CHECK. i•icrtat.i,one SIERRA CONSTRUCT mitt Ii1.H1 Pet -m it Not D90 -0273 Tyne.. DEVPEi;'.W DEVELOPMENT PERMIT • Piircr l Not 262304-9116. Site Addre$.s: 17500 SOUTHCENTER PY Total Fees; 188.06 This PJ'FimEnt 115.75 Total ALL Pmts: 188,06..; . i3a1 inset ..0' ** R*.\i* e1* 71I1k.I Rd AW* s1*:.. A4*7 1**. AAAA *A*- A ** *d,NA* *ksl:li*•1;•* *.*•* *A *R•A** &* Account Code 000/322.100 . 000/396.904 ''� Description PUIL.D3:'r1G - i1ONRES • STF•1EE• I3UIi_DING SURCHARGE Am bunt '.111,25 4"50. 5614 :09 /ii 9717 TOTAL ;.; *)'..h.Alk/AA4****Ait****AAA7k**14***4.W*k**.:*A71***k*IlitAA*A*A#Il*O*OA*4 re OF TUKWIL( „ T OS 3,1 f ivir7AA.14*i4.**All“c0h*Ait*.PA.A****.A**A*AW*It/1,*iik*A***AA**.AA.A*AAA** IRANSMIC Number: R9700011 Amount: 72.31 00/11/90 1345 Payment Method: CHECK Notatiunt SIERRA CONSTRUCT lnit: BLH • Permit No: D98-0273 Type: DEVPERM DEVELOPMENT PERMIT Total Fe e,i: 138 0( ThiE eiivment 72.31 'Total ALL -Pmtst Balance.: 115.75 : .A..tkitis**A*A***AA***1%**W***1114.*4-A**,***********A4c***,***1q;*A*** Account Code Desicription AmoUnt : 000/345.830 PLAN CHECK NOMRES _ 72 Ji 467408/12.9717 TOTAL 72.31 ...... MATERIAL HANDLING ENGINEERING EST. 1985 TEL : (909) 869 -0989 FAX : (909) 869 -0989 STRUCTURAL CORRECTION FOR BABIE'S "R" US TUKWILA, WA. 98 -0542 DATE : 08/28/98 BELOW ARE THE RESPONSES TO YOUR PLAN CORRECTION SHEET: 1. PLEASE SEE REVISED DETAILS AND CALCULATIONS SPECIFYING THE UTILIZATION OF THE 1997 UNIFORM BUILDING CODE, AS REQUIRED BY THE CITY OF TUKWILA. PLEASE FEEL FREE TO CALL WITH ANY QUESTIONS THAT YOU MAY HAVE. 8- 023 SINCERELY, BOB SHARIFI CITYECEIVED OF TUKWIIA AUG 3 1 1998 PERMIT CENTER S EI ZM I C MATERIAL HANDLI NG ENGINEERING EST. 1985 STORAGE RACKS DRIVEN RACKS CANTLEVER RACKS MEZZANNES CONVEYORS CAROUSELS STEEL SHELVNG MOVABLE SHELVNG STORAGE TANKS MODULAR OFFICES GONDOLAS BCOKSTACKS CRY APPROVALS STATE APPROVALS PERMFTTNG SERVICES PRODUCT TESTNG FELD NSPECTON SPECIAL FABRICATION ALASKA NEVADA ARIZONA NEW MEXICO CALIFORNIA OREGON COLORADO PENNSYLVANIA IDAHO UTAH MSSCURI WASHNGTCN 0 SEISMIC ANALYSIS OF STORAGE RACKS FOR BABIES 'R' US TUKWILA, WA #98- 0542 r� •, rr % / r/ Y :"/9 / r % % i : % /`, /, r 7; ri ff rf / 1 /, : r r// :�' % /r,:�j ;l,G�/ /r� r d r � / / /r, /� %/ �l/%:,/! �/%% fii /.�i�.;i /; /�i,� / / /,,�%�� / /iffr /ter % %/�� %% /i % %G�/,�1 /if / / /��i�� /�i>'i�� // /ice /r /,. %iii / / / /f, /�/r /, �i r�, • `�Y a / /, / /�.�� ` jam; /J.r.,.�% i f f,% � n/.. � ;%' / ` / EXPIRES r 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX: (909)869 -0981 1 4 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT BABIES 'R' US FOR TOYS "R" US SHEET NO 2 CALCULATED BY BOB S. OF 35 DATE 05- 22-1998 TABLE OF CONTENTS DESCR I PTI ON COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFI GURATI ONS COMPONENTS & SPECS. LOADS AND DI STRI BUTI ON LONGITUDI NAL ANALYSI S COLUMN BEAM BEAM TO COLUMN BRACI NG OVERTURNING BASE PLATE SLAB & SOI L ANTI - TIP DEVICE / GONDOLAS ANALYSI S PAGE # 1 2 2 3 4- 5 6- 8 9 10 11 12 13 14 15 16 17 18 - 35 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM I S TO DETERMINE ITS COMPLIANCE WITH THE APPROPRI ATE BUI LDI NG CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FI ELD ASSEMBLED ONLY, WITHOUT ANY FI ELD WELDI NG. F k MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PARAMETERS: PROJECT BABI ES 'R' US FOR TOYS "R" US SHEET NO. 3 OF 35 CALCULATED BY BOB S. DATE 05- 22-1 998 STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. 3. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. TRIBUTARY AREA TRANSVERSE LONGITUDINAL OITL VIEW SEI ZMI C INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT BABIES 'R' US FOR TOYS "R" US SHEET NO 4 OF 35 CALCULATED BY BOB S. DATE 05-22- 1998 CONFIGURATI ONS 120" STATIONARY UNITS 350 Ib. 4 350 Ib. 3 350 Ib. 2 350 Ib. 1 51" 51" 96" -' 20 '4' �I` MOVABLE UNITS (48 ") 120" 1,000 Ib. 4 1,000 Ib. 3 1,000 Ib. 2 1,000 Ib. 1 51" 51" 96" -4 48"4 SEI ZMI C INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT BABIES 'R' US FOR TOYS "R" US SHEET NO. 5 OF CALCULATED BY BOB S. DATE 35 05-22-1998 CONFI GURATI ONS MOVABLE UNITS (60 ") 1,000 Ib. 120" II 4 1,000 Ib. 3 1,000 Ib. 2 1,000 Ib. 1 r 5.1" 51" I 96" .` 60" I MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT BABI ES 'R' US FOR TOYS "R" US SHEET NO. 6 OF 35 CALCULATED BY BOB S. DATE 05-22-1998 STATIONARY UNITS SPECI Fl CATI ON - MAIN STEEL - BASE PLATE STEEL 50000 PSI 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3 -1/2 MIN. EM ED. - FLOOR SLAB 5" X 2000 PSI. REINFORCED - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZICpWp SECTION AXIAL FORCE 120" 3 4 350 lb. 7722#. 350 Ib. 3 350 Ib. 2 350 Ib. 1 1 72# 5„ 72# 51" 72# 71# 71# 71# 71# 96" ---�' Iu= 96" MOMENT BEAM MOMENT .4 20 "4 1 800 I b. 144 i n.I b. 1,475 i n.l b. < stdconn. 2 600 I b. 2,106 i n.l b. 2,105 i n.l b. < stdconn. 3 400 I b. 1,404 i n.l b. 1, 403 i n.l b. < stdconn. 4 200 I b. 702 i n.l b. 701 i n.I b. < stdconn. STATIONARY UNITS DESIGN LOAD = 350# BASE PLATE COLUMN BEAM 3.25 X 3.25 X .125 BASE PINNED COLUMN 3X1- 5/8X14GA(LU21) STRESS =0.26 V 2- 5/16x2x14GA/201 H MAX LOAD /LEVEL = 1,062 I b. BEAM I S O.K. OVERTURNI NG BRACING SLAB & SOI L N/ ANCHOR STRESS = 0.22 # OF ANCHORS = 1 HORIZONTAL -J 1 1/2 X 1- 1/4 X 14 GA STRESS = 0.04 DIAGONAL .J 1 1/2 X 1- 1/4 X 14 GA STRESS = 0.21 .J PUNCT. STRESS = 0.26 BENDING STRESS =0.10 NOTE: STATIONARY UNITS ANCHORS ARE HILTI HIT HY -150 ADHESIVE ANCHORS. 3/8"0 W/ MIN. 1 -3/4" EMBEDMENT (MIN. 2 -3/4" 0.A.L.) I.C.B.O. #5193. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR SHEET NO. BABIES 'R' US TOYS "R" US 7 OF 35 CALCULATED BY BOB S. DATE 05- 22- 1998 MOVABLE UNITS (48 ") / SP ECI Fl CATI ON - MAIN STEEL 50000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 0.1770x1 -7/16 MIN. - FLOOR SLAB 5" X 2000 PSI. REINFORCED - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZICpWp SECTION AXIAL FORCE 1,000 lb. EMBE 120" 4 1,000 lb. 3 1,000 Ib. 2 1,000 lb. 1 188# T 188;, 51" 188# —, 51" 188# 188# -9 188# 188# —Ili 188# 96" Iu= 96" MOMENT BEAM MCMENT fi 48" -k 1 2,100 I b. 378 i n.l b. 2 1,575 lb. 5,528 in.lb. 3,953 i n.I b. < stdconn. 3 1,050 lb. 3,686 in.lb. 5,607 in.Ib. <stdconn. 4 525 I b. 1, 843 i n.l b. 3,764 i n.I b. < stdconn. 1,921 i n.I b. < stdconn. MOVABLE UNITS (48 ") DESIGN LOAD = 1000# BASE PLATE COLUMN BEAM V 3.125 X 4.5 X .25 BASE PINNED J COLUMN 3X1- 5 /8X14GA(LU21) STRESS =0.70 2- 5/16x2x14GA/201 H MAX LOAD /LEVEL = 1,062Ib. BEAM I S O.K. .J OVERTURNI NG BRACING SLAB & SOIL V ANCHOR STRESS = 0.76 # CF ANCHORS = 2 HORIZONTAL . j 1 1/2 X 1- 1/4 X 14 GA STRESS = 0.16 DIAGONAL .‘,/ 1 1/2 X 1- 1/4 X 14 GA STRESS = 0.52 PUNCT. STRESS = 0.41 BENDING STRESS =025 V NOTE: MOVABLE UNITS HAVE NO UPLIFT. ATTACH FLOOR TRACK W/ 0.1 77" O x 1- 7/16" min. EMBED. HILT! DOME -HEAD NAILS (I.C.B.O. #2388). MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT BABIES 'R' US FOR TOYS "R" US SHEET NO 8 OF 35 CALCULATED BY BOB S. DATE 05-22-1998 MOVABLE UNITS (60") SPECIFICATION - MAIN STEEL - BASE PLATE STEEL 50000 PSI 36000 PSI 1,000 Ib. - ANCHOR - WEDGE TYPE 0.1770 x 1-7/16 MI . EMBED. - FLOOR SLAB 5" X 2000 PSI. REINFORCED - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZICpWp SECTION AXIAL FORCE 120" 4 1,000 lb. 188# 3 1,000 lb. 1,000 lb. 1 1 188 51" 188# 5 " 188# 1$=0 188#i 188# 188# --D .1' 96" --4 Iu= 96" MOMENT BEAM MOMENT fi 60" 4 1 2,100 I b. 378 i n.l b. 3,953 i n.I b. < stdconn. 2 1,575 lb. 5,528 i n.l b. 5,607 i n.I b. < stdconn. 3 1,050 Ib. 3,6$6 in.lb. 3,764 in.Ib. <stdconn. 4 525 Ib. 1,843 in.lb. 1,921 in.Ib. <stdconn. MOVABLE UNITS (60 ") DESIGN LOAD = 1000# BASE PLATE COLUMN BEAM 3.125 X 4.5 X .25 BASE PINNED COLUMN 3X1- 5 /8X14GA(LU21) STRESS =0.70 V 2- 5/16x2x14GA/201 H MAX LOAD/LEVEL = 1,0621b. BEAM I S O.K. OVERTURNING BRACING SLAB & SOI L V ANCHOR STRESS = 0.76 # CF ANCHORS = 2 HOR 1 ZONTAL .N/ 1 1/2 X 1- 1/4 X 14 GA STRESS = 0.25 • DIAGONAL ..J 1 1/2 X 1- 1/4 X 14 GA STRESS = 0.62 1/ PUNCT. STRESS = 0.38 BENDING STRESS =0.22 NOTE: MOVABLE UNITS HAVE NO UPLIFT. SEI ZMI C INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT BABIES 'R' US FOR TOYS "R" US SHEET NO 9 OF 35 CALCULATED BY BOB S. DATE 05- 22- 1998 LOADS & DI STRI BUTI ON :STATIONARY UNITS LIVE LOAD PER SHELF = WII = 350 Ib (BASED ON CLIENT SUPPLIED DATA) DEAD LOAD PER SHELF = WdI = 50 Ib TOTAL LOAD PER FRAME = 1,600 Ib SEISMIC SHEAR BASED ON SECTION 1632.2 OF THE 1997 UBC WHERE V = ((0.7 x Ca x I) / 1.4) x Wtotal Wtotal = (WII + WdI) x n n = # of shelves Seismic Zone = 3 Ca = 0.36 I= 1 LONG ITU DIAL DIRE CTION Vlong = (0.7 x 0.36 x 1)/ 1.4 *1600 Ibs = 288 Ib 1.4 = working stress reduction TANSVERSE DIRECTION Vtrans = (0.7 x x 0.3)/ 1.4 *1600 Ibs = 288 Ib 1.4 = working stress reduction TOTAL FRAME LOAD = 1,600 I b. 350 Ib. 4 350 Ib. 3 350 Ib. 2 350 Ib. 72# 1 72# 72# 1■i 72# if-- 96" --I' Iu= 96" 51" 51" 71# 71# 71# 1.111MOMMONMs 71# 20" 4 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR BABI ES 'R' US TOYS "R" US 10 BOB S. SHEET NO. CALCULATED BY OF DATE 35 05 -22 -1998 LONGITUDINAL ANALYSIS :STATIONARY UNITS THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). VI ong = 2 * Vcol = Vcol = F 1= 36 I b. F2= 36Ib. F3= 36Ib. F4= 36Ib. 288 I b. 144Ib. BASE ASSUMED PI NNED. Mbase = O i n.I b. Mupper + MI ower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + MI ow er Mconn = [ Mupper + MI ower]/2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT Mconn 1 800 144 1474 2 600 2106 2104 3 400 1404 4 200 702 1402 Mconn "L" JL M lower Mupper -79 Mconn "R' MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT BABIES 'R' US FOR TOYS "R" US SHEET NO. 1 1 OF 35 CALCULATED BY BOB S. DATE 05- 22-1998 COLUMN ANALYSIS :STATIONARY UNITS COLUMN IS ANALYZED PER AISI COLD- FORMED STEEL DESIGN MANUAL. Pmax = 600 I b. Mmax = 2,106 i n.I b. Kxlx /rx = 1.2 * 39 / 1.1205 = 41.8 Kyly/ry = .8 * 51 / .6269 = 65.1 <- GOVERNS Cc = (2rr /2E /Fy) /.5 = 107.0 SINCE KI /r = Cc, Fa = .522Fy - [(kI /r* Fy)/ 1494]/2 = 21,356 psi. fa = Pmax /Area = 1,393 psi. fb = Mmax /Sx = 5,798 psi. fa /Fa = 0.07 =.15 fa /Fa +fb /Fb < 1.33 Fb= .6 *Fy= 30,000 psi. fb /Fb = 0.19 COMBI NED STRESS = 0.26 SECTION PROPERTIES A= 3" B = 1.625" C =.75" D =0" E =0" Wt= 1.558# t1 = .0747" t2 = 0" Area =.4307"A2 I x = .5448 "A4 I y = .1693 "A4 Sx= .3632 "A3 Sy= .1957 "A3 rx = 1.1205" ry = .6269" 39" 38" 51" 51" Front View Side View MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT BABIES 'R' US FOR TOYS "R" US SHEET NO 12 OF 35 CALCULATED BY BOB S. DATE 05- 22- 1998 BEAM ANALYSIS :STATIONARY UNITS BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.lb. WHICH EVER IS SMALLER) WILL BE ADDED. Iact = 96.0 in. I max = [1950 + 1200(M1 /M2)]b /Fy SINCE M1 /M2 = 1.0 !max = 3150* b /Fy = 126 i n. SINCE I max >1 act Fb = .60Fy = 30,000 psi . MAXI MUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDI NG CAPACITY M = Sx* Fb = wl /2/8 = 9357i nib. CAPACITY = 2(8 *M /I) = 13861b. 2) MAXI MUM ALLOWABLE DEFLECTION (L/180). A = 5w /4/384E1 CAPACITY = 2[(384EI )/(5* 180* I i2)] = 10611b. MAXI MUM STATIC LOAD PER LEVEL I S 1,062 I b. ALLOWABLE AND ACTUAL BENDI NG MOMENT AT EACH LEVEL. M stati c = wl A2/8 = LI VE.LCAD* L/( 2* 8) M al I ow( stati c) = Sx * Fb Mimpact= 1.125 *Mstatic Mallow(seismic) = 1.33 * Sx * Fb Msei smi c = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic Mimpact Mallow Msei smi c Mallow RESULT 1.125 Mstatic (static) (seismic) 1 2100 2362 9357 1474 12476 GOOD 2 2100 2362 9357 2104 12476 GOOD 3 2100 2362 9357 1402 12476 GOOD 4 2100 2362 9357 700 12476 GOOD 2.334" 1 Sx = 0.312 i n.A3 Ix = 0.389 in.M4 MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. BABI ES "R" US TOYS "R" US 13 OF 35 CALCULATED BY BOB S. DATE 05- 22 -1998 BEAM TO COLUMN CONNECTION: Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR: SHEAR CAPACITY OF 7/16" DIA. STUD A= .4375 "2n /4 = .15 "^2 Fy= 50,000 psi Pmax= 3000 # BEARING ON COLUMN: Abrg.= t * D t =.075 min _ .4375 * t Fu= 65,000psi min. Pmax brg.= A * F _ .4375 * t * Fu = 2133 # < 3000# gIMOMENT CAPACITY OF BRACKET: Mcap = S * Fbending = .105 *.66 *Fy C= Mcap /.75 = 1.2 P1 P1 =1.11 Mcap =.077 Fy = 3850# > 2133# SINCE BEARING GOVERNS P1 =2133# Mconn. cap.= P1 * 2.5 + P2 * .5 = 2.6 * 2133 = 5,546 "# Mconn. seis.= 1.33 * Mconn = 7,376 "# Mupper B'--1 • • 1" 2" 1/2" 1/2" 3" S bracket = .105 "^3 1 ii, 1- 5/8"1, P1 +P2 =C P2 = P1 * (.5/2.5) =.2 P1 C =1.2P1 SEI ZMI C INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR BABIES 'R' US TOYS "R" US 13b OF 35 CALCULATED BY BOB S. DATE 05- 22 -1998 SHEET NO. BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375A2n/4 = .150 "A2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN (PER UBC SEC. 27 -11 E3.3) Abrg. = t * D t = .0747 min. = .5 * t Fu= 65,000 psi min. Pmax brg. = Area * Fbearing =.5t *2.22 *Fu = 5,389# > 3,000# c) MOMENT CAPACITY OF BRACKET S bracket =.1 10'1 ^3 Mcap = S * Fbending = .110 *.66 *Fy C = Mcap /.75 =1.11 P1 P1 =1.20 Mcap = .0872 Fy = 4,360# > 3,000# SINCE PLUG GOVERNS P1= 3,000# Mconn. cap. = P1 * 4.5 + P2 * .5 = 4.555 * 3,000# '1.33 = 18,220 "# 3 "/ 1 "eff. Sbracket = .110 " ^3 REAM TO COLUMN CONNECTION P1 1 5/8" t = 7 ga. AMMO P2 1" 1/2" C C =P1 +P2 = P1 + (.514.5)P1 = 1.11 P1 4" 1/2" MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR SHEET NO. BABI ES 'R' US TOYS "R" US 14 OF 35 CALCULATED BY BOB S. DATE 05- 22-1998 TRANSVERSE ANALYSIS : BRACING :STATIONARY UNITS IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACI NG : COMPRESSION MEMBER L di ag. = [(L- 6)/2+(D- 2* Bcol )/2]x.5 = 47.1 Vdi ag =Vtrans * Ldi ag. / D = 678# kI /rmin = [ 1 * 47.1 ] / .404 = 116.6 Fa = [12rr'2 E]/ [2 3 (kI /0/2] = 10973 psi. fa /Fa =Vdi ag /(Area* Fa) = 0.21 D— 20" DIAGONAL AND HORIZONTAL BRACING Area= .288 "A2 rmin= .404 " t= .0747 " W= 1.5 " H= 1.25 " MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR BABIES 'R' US TOYS "R" US SHEET N0. 15 OF 35 CALCULATED BY BOB S. DATE, 05-22- 1998 OVERTURNING :STATIONARY UNITS ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 1632.2 OF THE 1997 Uniform Building Code. FULLY LOADED TOTAL SHEAR = 288 lb. Mot = Vtrans * ht =288 * 61 = 17712in.lb. Mst = 1(Wp +.85wDL) * d/2 = ( 1400 +.85 * 200) * 20/2 =15700 i n.I b. Pupl i ft = 1(Mot - Mst) /d = 100 lb. TOP SHELF LOADED SHEAR = 71 I b. Mot = Vtop * h = 71 * 120 = 8639 i n.I b. Mst = (Wp +w DL) * d/2 = ( 350 +.85 * 200) * 20/2 = 5200 i n.I b. Pupl i ft = 1(Mot - Mst) /d = 171 Ib. <- CRITICAL 51" 51" 71# 71# 71# 71# 20" USE 1 ea. 1/2 x 3 -1 /2 MIN. EMBED. MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 3-1/2 MIN. EMBED. = 875 I b. PULLOUT & 1840 lb. SHEAR COMBINED STRESS = 100 / 875 + 144 / 1840 = 0.19 COMBINED STRESS2 = 171 / 875 + 36 / 1840 = 0.22 IBASE PLATE :STATIONARY UNITS MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT BABIES 'R' US FOR TOYS "R" US SHEET NO. 16 OF 35 CALCULATED BY BOB S. DATE 05- 22-1998 BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR P, COMBINED WITH THE TRIANGULAR STRESSES PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 1685 lb. B =3.25 in. D =3.25 in. t = .125 in. b =3 in. b1 =.125 in. P/A = Pcol /(D* B) = 159.5 psi. Mbase =w1/2/2 = I '2 /2(fa) Mbase = 1.2 in.Ib. Sbase = 1 * t/2/6 = 0.003 i n. /3 Fbase = .75Fy * 1.33 = 36000 psi. fb /Fb = Mbase /(Sbase *Fbase) = 0.013 fa Pcol bl 1 b ,1 bl B SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT BABI ES 'R' US FOR TOYS "R" US SHEET NO. 17 OF 35 CALCULATED BY BOB S. DATE 05-22- 1998 SLAB AND SOIL :STATIONARY UNITS THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. (a) PUNCTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot /d) = 2,6261b. Fpunct = 2* sgrt(f'c) = 89.4 psi. Apunct = [(w +t /2) +(d +t /2)]*2 *t = 115.0 in.'2 fv /Fv = Pmax/(Apunct*Fpunct) = 0.26 (b) SLAB TENSION Asoi 1 = Pmax /(1.33 * fsoi 1) = 1.97 ft. /2 = 284 i n.'2 L = sgrt(Asoi 1) = 16.8 i n. B = sgrt(w *d) +t = 8.2 in. b = (L- B)/2 = 4.3 in. Mconc = w bit /2 = (1.33 *fsoi I * b/2)/(144* 2) = 85.4 in.Ib. ' Sconc = 1 * t/2/6 = 4.17 i n.'3 Fconc = 50 *sgrt(f'c) = 201.25 psi. CONCRETE fb /Fb = Mconc /(Sconc *Fconc) = 0.10 t = 5 i n. f'c = 2000 psi. BASE PLATE w =3.25 in. d =3.25 in. SOI L fs = 1000 psf. t MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT BABI E'S "R" US FOR TOYS "R" US SHEET NO 18 OF 35 CALCULATED BY BOB S. DATE 05- 22- 1998 ANTI -TIP DEVICE ANALYSIS SINCE NO UPLIFT OCCURS ON MOVABLE UNITS, MINIMUM ANCHORING IS AS FOLLOWS: 1) ATTACH RACK TO MOVABLE BASE WITH ONE 3/8 "0 BOLT PER BASE PLATE 2) USE ONE ANTI -TIP BRACKET AND RAIL AT EACH END TRACK. 3) ATTACH ANTI -TIP RAILS WITH 0.177 "0 x 1- 7/16" MIN. EMBED. ANCHORS AT 24" C.C. 4) USE HILTI METAL HIT ANCHORS AS SPECIFIED ON DETAIL DRAWING 98- 0539B. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. BABI E'S "R" US TOYS "R" US 19 35 OF CALCULATED BY BOB S. DATE 05-22- 1998 SCOPE: PROVIDE SEISMIC ANALYSIS OF LIGHT DUTY STORAGE SHELVING TO COMFORM TO THE REGULATIONS SET BY THE 1997 UNIFORM BUILDING CODE SECTION 1632.2. PARAMETERS: THE LIGHT DUTY SHELVING UNIT USED IN THIS PROJECT CONSISTS OF GONDOLAS TYPE SHELVING COMPONENTS. THE STABILITY OF THE SHELVING DEPENDS ON THE MOMENT RESISTING FRAMES IN BOTH DIRECTIONS. GENERAL CONFIGURATION - MAIN STEEL - ANCHOR - SLAB - SOIL Fy = 33,000 PSI 1/4"0 x 2" MIN. EBMED. 5" x 2,000 PSI fsoil = 1,000 PSF SHELVING COMPONENTS: 1 = UPRIGHT 2 = BASE BRACKET 3 = ANCHOR 4 = LEVELING LEG 5 = BASE FRONT 6 = STEEL BASE DECK 8 = RAIL 9 = SHELF 10 = BASE BRACKET TRIM MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. BABI E'S "R" US TOYS "R" US ZO 608 S. CALCULATED BY OF 35 05- 22- 1998 DATE CONFIGURATIONS: 144" 48" Iowa 16" 19" 2211F t 22" * * Front View Side View Single Sided 144" Front View 16" maim 19" e ♦ 22", 01— 34 "—ir • t Side View Single Sided PERIMETER WALLS PERIMETER WALLS MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT BABI E'S "R" US FOR TOYS "R" US SHEET NO. 21 OF 35 CALCULATED BY BOB S. DATE 05- 22-1998 LOADS AND DISTRIBUTION: PER '97 UBC SECTION 1632.2. Fp = 0.7CaIpWp Ip = 1.0 Ca = 0.36 Wp = LIVE LOAD + DEAD LOAD LIVE LOAD = 100 LB/LEVEL DEAD LOAD = 10 LB/LEVEL Fp Wp = 110 LB/LEVEL -a' Fp Fp = 0.7CaIpWp Fp 10. ((0.7 ' 1.0 ' 0.36)/(1.4)) ' 110 LB/LEVEL —� = 19.8 LB/LEVEL Fp V = Fp ' NO. OF LEVELS Fp = 19.8 LB/LEVEL' 7 LEVELS = 138.6 LB Fp Pcol = Wp ' NO. OF LEVELS Fp = 110 LB/LEVEL ' 7 LEVELS = 770 LB NOTE: PERIMETER WALL UNITS 22" DEEP GOVERN. i MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 BABI E'S "R" US PROJECT TOYS It uS FOR SS SHEET NO t Oti S. OF OS- ZL- 1998 CALCULATED BY DATE LG ARM CHECKED: (A) CHECK FOR TENSION CAPACITY: ARM SPAN (I) = 22 IN LOAD = 100 LB LOAD /ARM (w) = 100 LB /2 = 50 LB 2- 5/16" Mmax = w' (I/2) = 50 LB ' (22 IN/2) = 550 IN-LB 'ASSUME ONLY THE TOP CLIP IS IN TENSION. Ft = 0.6Fy' AREA = 0.6 ' 33000 PSI ' (0.951 IN ' 0.105 IN) = 1,977.1 LB Mallow = 1977.1 LB ' [3.438 IN - (0.951 IN/2)] = 5,857.2 IN -LB > Mmax (B) CHECK FOR SHEAR CAPACITY: Varm = 50 LB Vallow = 0.4Fy' AREA = 0.4' 33000 PSI' (0.951 IN' 0.105 IN) = 1,318.1 LB > Varm MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT BABI E'S "R" US FOR TOYS "R" US SHEET NO 23 OF 35 CALCULATED BY BOB S. DATE 05- 22- 1998 COLUMN ANALYSIS: Pcol(stat) = 770 LB Pcoi(seis) = F(FpHI) /d = [19.8 LB' (27 IN +46 IN + 65 IN + 84 IN + 103 IN + 122 IN + 141 IN)]/22IN = 529.2 LB Pcol(total) = Pcoi(stat) + Pcol(seis) = 1,299.2 LB (KL/r)x = (1.2 ' 144 IN) /1.604IN = 107.7 GOVERNS (KUr)y = (0.8 ' 19 IN)/0.884 IN = 17.2 Cc = (2rt^2E/Fy) ^0.5 = 131.7 > (KUr) Fa = 0.522Fy - [(KL/r)Fy /1494] ^2 = 11,566.8 PSI fa = Pcol(total) /AREA = 1,709 PSI sa 0.187" 1.236" 2 17/32" COLUMN SECTION PROPERTIES AREA = 0.760 IN 2 Ix = 1.956 IN 4 ly = 0.594 IN 4 fa/Fa = 0.147 < 0.15 Sx = 1.526 IN 3 Sy = 0.639 IN 3 rx = 1.604 IN ry = 0.884 IN Fb = 0.6Fy = 0.6 ' 33000 PSI = 19,800 PSI Mcol(stat) = F(Wp DEPTH OF SHELF/2) = [2 ' (110 LB ' 16 IN /2)] + [3 ' (110 LB ' 19 IN/2)] + [2 ' (110 LB * 22 IN /2)] = 7,315 IN -LB Mcoi(seis) = FFpHi = [19.8 LB' (27IN +46IN +65IN +84IN+ 103 IN +122 IN +141 IN)] = 11,642 IN -LB Mcol(total) = Mcol(stat) + Mcoi(seis) = 18,957 IN -LB fb = Mcol(total)/Sx = 12,422 PSI fb/Fb = 0.62 COMBINED STRESS: fa/Fa + fb/Fb = 0.147 + 0.62 = 0.77 < 1.33 O.K. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT BABI E'S "R" US FOR TOYS "R" US SHEET NO 24 OF 35 CALCULATED BY BOB S. DATE 05-22-1998 BRACKET ANALYSIS: Mmax = 18,957 IN -LB fb = Mmax/Sx = 16,065 PSI Fb = 0.6Fy = 19,800 PSI fb/Fb = 0.81 < 1.33 O.K. tl OVERTURNING ANALYSIS: (PERIMETER WALL UNITS) (A) FULLY LOADED Mot = EFpHi = [19.8 LB' ( 27IN +461N +65IN +84IN +103IN +122IN +141 IN)] = 11,642 IN -LB Mst = F[(LIVE LOAD + 0.85'DEAD LOAD) ' d /2] = [100 LB/LEVEL + (0.85 ' 10 LB/LEVEL)] ' 7 LEVELS ' (22 IN/2) = 8,354.5 IN -LB Puplift = (Mot - Mst) /d = (11642 IN -LB - 8354.5 IN- LB)/22 IN = 149 LB (B) TOP SHELF LOADED Mot = (19.8 LB' 141 IN) +[1.5 LB ' ( 27IN +46 IN + 65 IN + 84 IN + 103 IN+ 122IN)] = 3,462.3 IN -LB Mst = ([100 LB + (0.85 ' 10 LB)] ' (22 IN /2)) + [(0.85 ' 60 LB) ' (22 IN/2)] = 1,754.5 IN -LB Puplift = (3,462.3 IN -LB - 1754.5 IN- LB)/22 IN = 77.6 LB % 22 ")( W Fp Fp--� e...^ Fp— Fp_.�. =am- Fp Fp Fp USE (2) 1/4" 0 x 2" MIN. EMBED. ANCHORS PER BASE PLATE AT EVERY OTHER BAY. ANCHOR CAPACITY: PULLOUT CAPACITY = 265 LB /ANCHOR SHEAR CAPACITY = 400 LB /ANCHOR MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. BOB S. OF 05- 22- T998 CALCULATED BY DATE BABIE'S "R" US R" US 25 35 MULTI- FUNCTION ANALYSIS MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO OF 13013 S. 05- ZZ -1998 CALCULATED BY DATE BABI E'S "R" US 1 OYS "K" US 16 35 SCOPE PROVIDE ANALYSIS OF LIGHT DUTY STORAGE RACK TO CONFORM TO THE REGULATIONS SET BY SECTION 1632.2 OF THE 1997 UNIFORM BUILDING CODE. THE LOZIER MULTI FUNCTION SHELVING UNIT WILL BE ANALYZED USING THE MOST CRITICAL COMBINATION OF LOADS AND CONFIGURATIONS. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO CALCULATED BY BABI E'S "R" US TOYS "R" US 27 OF 35 BOB S. DATE 05-22- 1998 PARAMETERS - SEISMIC - MAIN STEEL - ANCHOR - SLAB - SOIL CONFIGURATION Fp= 0.7CatpWp Fy = 33,000 PSI 1/4" 0 x 2" MIN. EMBED. HILTI WEDGE TYPE (ICBO# 4627) 4" x 2,000 PSI 500 PSF 102" I 14— 221-2r 1 II 1 II 19" 1 II 6" . FRONT VIEW 102" t 0 * SIDE VIEW MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT BABI E'S "R" US FOR TOYS "R" US SHEET NO 28 OF 35 CALCULATED BY BOB S. DATE 05- 22-1998 LOADS AND DISTRIBUTION PER '97 UBC SECTION 1632.2. Fp = 0.7CaipWp Ip = 1.0 Ca = 0.36 Wp = DEAD LOAD + LIVE LOAD DEAD LOAD = 20 LB/LEVEL LIVE LOAD = 80 LB/LEVEL TOP LOAD= 300 LB/LEVEL Wp = 100 LB/LEVEL Fp = ((0.7 ' 1.0 ' 0.36)/(1.4)) ' 100 LB/LEVEL = 18 LB/LEVEL Ft = (0.7 ' 1.0 ' 0.36)/(1.4) ' 300 LB/LEVEL = 54 LB/LEVEL V = Fp ' NO. OF LEVELS + Ft = 18 LB/LEVEL ' 4 LEVELS + 54 LB = 126 LB PcoI = (Wp ' NO. OF LEVELS) /2 = (100LB/LEVEL' 4 LEVELS) + (100LB/LEVEL' 1 LEVEL) /2) + TOP LOAD /2 =600 LB— 22" --)1 t , I MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR SHEET NO. BABI E'S "R" US TOYS "R" US 29 of CALCULATED BY BOB S. DATE 35 05-22-1998 SHELF CONNECTOR ANALYSIS CHECK FOR TENSION CAPACITY: ARM SPAN = 22 IN LOAD = 100 LB M = LOAD ' (ARM SPAN/2) = 100 LB ' (22 IN/2) = 1,1001N-LB ASSUME ONLY THE TOP CLIP IN TENSION SHELF CONNECTOR DETAILS TENSION CAPACITY = T= 0.6Fy A = 0.6' 33000 PSI ' (.75IN' 0.1196 IN) = 1,776 LB MOMENT CAPACITY = T * d = 1,776 LB' [2.3125 IN - 1 IN] = 2,331 IN -LB > 1,100 IN -LB O.K. CHECK FOR SHEAR CAPACITY: Varm = LOAD/2 = 100 LB /2 = 50 LB SHEAR CAPACITY = 0.4Fy ' A = 0.4' 33000 PSI (0.75 IN ' 0.1196IN) = 1,184 LB > 50 LB OK BASE BRACKET ANALYSIS Mcol(total) = 13,760 IN -LB fb = Mcol(total) /Sx = 13760 IN-LB/1.18 INA3 = 11661 PSI fb/Fb = 11661/19800 = 0.58 < 1.0 O.K. . 1 -I / • 4 MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT FOR BABI E'S "R" US TOYS "R" US 30 SHEET NO OF 35 BOB S. DATE 05-22-1998 CALCULATED BY COLUMN ANALYSIS (22" DEEP UNIT GOVERNS) Pcol(totai) = Pcol(stat.) + Pcol(seis.) = 1025 LB (KUr)x = (2.1 ' 96 IN) /1.604 IN = 125.7 < GOVERNS (KUr)y = (1.0 ' 19 IN)10.884 IN = 21.5 Cc = (2rI^2E/Fy)^0.5 = 131.7 > (KUr)x Fa = 0.522Fy - [(KUr)Fy /1494] ^2 = 9,517 PSI fa = Pcol(total) /AREA = 1025 LB/0.760 IN ^2 = 1,349 PSI fa/Fa = 1,349/9517 = 0.14 < 0.15 Mcol(stat.) = Wp ' NO. OF LEVELS ' (DEPTH OF SHELF /2) = 100 LB/LEVEL ' 4 LEVELS ' (22 IN /2) = 4,4001N-LB Mcol(seis.) = EFpH + IFtH = 18 LB ' (25 IN + 44 IN + 63 IN + 82 IN) + (54 LB) ' (102 IN) = 9,360 IN -LB Mcol(totai) = McoI(stat.) + Mcol(seis.) = 13,760 IN -LB COLUMN SECTION PROPERTIES AREA = 0.760 IN 2 Ix = 1.956 IN 4 Ix = 0.594 IN 4 Sx = 1.526 IN 3 Sx = 0.639 IN 3 rx = 1.604 IN ry = 0.884 IN 1 ' .. 1 i • MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT BABI E'S "R" US FOR TOYS "R" US SHEET NO 31 OF 35 CALCULATED BY BOB S. DATE 05- 22- 1998 COLUMN ANALYSIS (CONT1 fb = Mcol(total) /Sx = 13760 IN-LB/1.526 INA3 = 9,017 PSI Fb = 0.6Fy = 0.6' 33000 PSI = 19,800 PSI fb/Fb = 9,017/19800 = 0.45 COMBINED STRESS: fa/Fa + fb/Fb = 0.14 + 0.45 = 0.64 < 1.33 OK OVERTURNING ANALYSIS Mot(seis.) = EFpH = 18 LB ' (25 IN + 44 IN + 63 IN + 82 IN) + (54 LB) ' (102 IN) = 9,360 IN -LB 0.187" 2 17/32" 1.236" COLUMN SECTION PROPERTIES AREA = 0.760 IN 2 Ix = 1.956 IN 4 Ix = 0.594 IN 4 Sx = 1.526 IN 3 Sx = 0.639 IN 3 rx = 1.604 IN ry = 0.884 IN Mst = (LIVE LOAD + 0.85DEAD LOAD) ' NO. OF LEVELS ' (DEPTH OF SHELFIPplio- = [80 LB/LEVEL + (0.85 ' 20 LB/LEVEL)] '4 LEVELS +300 LB' (22 IN/2) = 7,568 IN -LB Pupiift = (Mot - Mst)/DEPTH OF BASE = (9,360 IN -LB -7568 IN- LB) /22 IN = 81 LB USE (2) 1/4 "0 ANCHOR WITH 2" MIN. EMBEDMENT FOR EACH BASE PLATE. ANCHOR CAPACITY: PULLOUT CAPACITY = 265 LB SHEAR CAPACITY = 400 LB COMBINED STRESS: fa/Fa + fb/Fb= 81/530 + 63/800 = 0.23 < 1.0 OK le— 22" -- MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PR'JECT FO - SHEET NO. BABI E'S "R" US TOYS "R" US 32 BOB S. DATE 05 -22 -1998 CALCULATED BY OF 35 MULTI - FUNCTION SHELVING COLUMN ANALYSIS Pcoi = 150 LB (KUr)min = (1.2 ' 102 IN) /0.611 IN = 200.3 Cc = (2n^2E/Fy) ^0.5 = 131.7 < (KUr)min Fa = (12nA2E)/[23(KUr) ^2] = 4,202.7 PSI fa = Pcol /AREA = 150 LB/0.3605 IN' 2 = 416 PSI fa/Fa = 0.1 < 0.15 Mcol = Vcoi ' H = 18LB'102IN = 1,836 IN -LB fb = Mcoi/Sx = 1836 IN- LB/0.2443IN^3 = 7,515 PSI Fb = 0.6 ' Fy = 0.6 ' 33000 PSI = 19,800 PSI fb/Fb = 0.38 COMBINED STRESS: fa/Fa + fb/Fb= 0.1 + 0.38 = 0.48 < 1.33 OK COLUMN NET SECTION PROPERTIES A= 0.3605 INA2 Ix= .2138 INA3 ly= 0.1349 INA4 Sx= .2443 INA3 Sy= .149 INA3 rx =0.770 IN ry = 0.6111N MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT BABI E'S "R" US FOR TOYS "R" US SHEET NO. 33 OF 35 CALCULATED BY BOB S. DATE 05- 22- 1998 MULTI- FUNCTION SHELVING CONNECTION ANALYSIS Mconn = Vcol ' H = 54 LB ' 102 IN = 5,508 IN -LB SHEAR CAPACITY OF TAB: Pallow = 0.4Fy ' AREA = 0.4 ' 33000 PSI ' (0.75 IN ' 0.105 IN) = 1,039.5 LB Mallow = Pallow ' dist. ' 1.33 = ((1039.5 LB ' 4 IN) + (1039.5/2) ' 2) ' 1.33 = 6,912.61N -LB > 5,5081N -LB OK MULTI - FUNCTION SHELVING BEAM ANALYSIS: Mbeam(seis) = 5,508 IN -LB Mbeam(stat) = wI ^2/8 w = 150 LB /96 IN = 1.56 LB/IN Mbeam(stat) = [1.56 LB/1N ' (96 IN) ^2]/8 = 1,797IN -LB Mbeam(total) = Mbeam(stat) + Mbeam(seis) = 7,305 IN -LB fb = Mbeam(total)/Sx = 7,305 IN- LB/0.581 INA3 = 12,573 PSI Fb = 0.6Fy = 19,800 PSI fb/Fb = 0.63 < 1.33 OK Sx = .894 INA3 MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT BABI E'S "R" US FOR TOYS "R" US SHEET NO 34 OF 35 CALCULATED BY BOB S. DATE 05- 22 -1998 OVERTURNING FULLY LOADED Wp= 80 LB/LVL (LL) + 20 LB/LVL (DL) Fp= 0.7CaIpWp = ((0.7 ' 1.0 ' 0.36)/(1.4) ' 100 LB/LVL = 18 LB/LVL Movt= (Fp'h) = 18 LB' (25 " +44 " +63 " +82 ") = 3,852 IN -LB Mst= (W 'd12) = [4'(80 LB/LVL) + 4'(20 LB/LVL)'0.85] ' 22IN/2 = 3,740 IN -LB Puplift= (Movt - Mst) /d = (3,852 - 3,740)/22 = 5.09 LB TOP SHELF LOADED Movt= (Fp'h) = 18 LB '(102 IN) = 1,836 IN -LB Mst= (W ' d /2) = [80 LB + (0.85 ' 20 LB)] ' 22 IN/2 = 1,067 IN -LB Puplift= (Movt - Mst) /d = (1,834 - 1,067)/22 = 34 LB USE (2)1/4" DIA. X 2" MIN EMBED HKB I1 ANCHOR PER BASE SHEAR CAPACITY = 400 LB PULLOUT CAPACITY= 265 LB Fp Wp d1 d= 22" Wp i d d= 22" 102" 102" • MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA • CA 91768 PROJECT BABI E'S "R" US FOR TOYS "R" US SHEET NO 35 OF 35 CALCULATED BY BOB S. DATE 05-22-1998 SLAB AND SOIL SCOPE THE SLAB WILL BE CHECKED FOR PUNCTURE. IF NO PUNCTURE OCCURS, THE SLAB WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL, AND THUS ACT AS A FOOTING. PUNCTURE: Pmax = Pcol + (Mot / d) = 600 LB + (9360 IN -LB /22 IN) = 1025 LB Fpunct = 2 ' (f'c) ^.5 = 89.44 PSI Apunct = [(w +t/2) +(d +t/2)]'2't = 74.4 IN ^2 fa/Fa = Pmax / ( Apunct. x Fpunct.) = 0.15 < 1.0 OK SLAB TENSION: Asoil = Pmax ' 102 / (1.33 ' fsoil) = 157 INA2 L = (Asoil) ^0.5 = 12.25 IN B = (Beff ' Deff) ^0.5 + t = 6.4 IN I= (L -B)/2 = 3.06 IN Mconc= w1 ^2/2= (1.33'fsoil'12)/(144'2) = 21.62 IN -LB Sconc= l't2/6 = 2.67 IN 1.67 BASE PLATE Beff= 3.8 IN Deff= 1.5 IN SLAB AND SOIL t= 4 IN ?c= 2000 PSI fsoii= 500 PSF Fconc= 50'(f'c) ^0.5 = 145.3 PSI fb/Fb= Mconc /(Sconc'Fconc) = 0.06 1 INSPECT! Retain a co INSPECTION NO. N RECORD I j y with permit CITY OF TUKWILA BUILDING DI ISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188(, •1 PERMIT NO. (206)431 -36 P ject: ba 77aI7y iQ 2of'i -n� G ALldres�.j4 5 i ' / ip �j/� y i Date called: ''�° /0' Sjpe_ciial'nstructio s: \ (0:60 1 / Date wanted: j/ (a.m X130101 per: Requester: / 11 Phone: r1040 ' 576 -S0 9 0 Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: Date: D-0 n $47. EINSPECTION ' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 PrpjQct: o`es Type of InspeCltio':Y ` 1ddre w soo _ ` _ otC1. n Date called: y _3;O 1 l Special instructions: . S-tzxe OS Jaa Co- t I ,oa -01-le 1- �'ll�' Pr 10Y— Date wanted: a.m. i p.m. Requester: , jcc..)r��. Phon --1 f eD nApproved per applicable codes. V74Corrections required prior to approval. COMMENTS: Inspector: Date: /-mow $4.0REINSPECTION F REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: ,,tos RAM INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Pr tact: .r a Type lrisper i79rgj Address: /7S00SGPew Date called: Special instructions: lfi.--4444--.....- 11 A-Yvt ! 1* Date a%�ed: 00 a. is P.m. Requester: Phone: Approved per applicable codes. KCorrections required prior to approval. COMMENTS: Ada rf 1-7 rte'" (.5e c Pie-rcer7' c-4,_ ,'.<< -1 411-7 / 9e-0C-3V-3 0' e--7-,/22e/A-1, Inspector: )./ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 4 Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Prot t: 14"-' Type of Inspection: r0) Cie—_S 5 .,E ii6gact. 77Z--..cv Address: 1'157,0 eV [ Date called: �' �- 1 e .) Special instructions: Date wanted: gyp.. !�� / "f p.m• Requester: "' Phone. '42-5 -1( -3/40 Approved per applicable codes. orrections required prior to approval. COMMENTS: 0,--(//eee/ /9# . T L,ZOd (fT.S r0) Cie—_S 5 .,E ii6gact. 77Z--..cv C4- i`t.(07 4 [ O7i ASS& ,' 1 e .) C.9 ,4 c - /8" � 0. 34c4 - Go •Alo-7 pock_ ge,,,,, c/-2,97,..■ ie-e_ , // •4 Dat f $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 Proj A r r • ©(.1 Ty f i spec i n: �, Date called: Special instructions: Date wanted: G�L� -/' a.m.) p.m. Requester: err r r.' 1■i/ rL . / Phone No.: AT F' 0 ' 7-* cv ce Approved per applicable codes. corrections required prior to approval. COMMENTS: 744 gio7- _ /L/2 'iC6 ,aC err r r.' 1■i/ rL . / }? AT F' 0 ' 7-* cv ce 0 7 so-- sc-r_ t- u . p' -fc S /4-6-c v',l.(77 111.9=> C t $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 0 4:•,17:771sysf.07,,,14';t:471174.4r-;:mgrolt.-4bvpptsslyiti„.0,--e, 0494,4,M7a-isrMat,?rifWpgia,■kririyt!Ar•Nrklak:Pltr, ;' • City of Tukwila Fire Department Project Name John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. B— o2-73 Address -1S00 SO%-.7Yrk c.sz. Ak—g. C 1.11 Suite # _g, Retain current inspection schedule Needs shift inspection XApproved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Ps et A Hood & Duct: Halon: Monitor: k-tootz.,wAl Pre-Fire: Permits: C N■4 510 Authorized Signature ( INALAPP.FRM Rev. 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 _FILE C;OFY MATERIAL HANDLING ENGINEEI R.mNdsG:r4'ta" nc, i.lt t t° he fPI n C ck a nrova!s a e EST. 1985 TEL: (909) 869 - 0989 AX D FAX: (909) 869 - 0981 N.SMRTTAIL COMPANY R.C. CONSTRUCTION & MNGEMNT DATE: January 10, 01 ATTENTION: ROB KING FAX: 425 - 778 -3921 NUMBER OF PAGES: 1 (COVER PAGE INCL.) TELEPHONE: 425 - 778 -1921 SUBJECT: ANCHORAGE OF LOZIER MULTI- FUNCTION UNITS .,,................ e.v........werer.,r.. wer..nweemeer.nv..... nwe r.. n...ve ren.... nw.. v.+.. v... n.......n,....m..v.n..,v...ernon.. v..., n.. ....«.+ n.. ..wn.:..w..i+..++..w....rre.�e; ei++..n..rm,rme......e nvwv..Mr.. F1 `)�. � RMIT CENTER ROB, RECEIVEU CITY OF TUK'PAt.A MEMO PER OUR CONVERSATION ON THE PHONE I HAVE REVIEWED THE ANCHORING SPECIFICATIONS ON THE BABIES R US PROJECT IN TUKWILA. WA. LET ME CLEARLY SPECIFY THE ANCHORING DETAIL FOR BOTH SINGLE SIDED AND WALL UNITS. SINGLE SIDED UNPTS: SINGLE SIDED UNITS NOT ATTACIIED TO THE WALL MUST BE ANCI -IORED AT THE FRONT AND BACK BASEPLATES AT EVERY OTHER UPRIGHT. AS DISCUSSED THE VERY END FRONT PEG DOES NOT HAVE TO BE ANCHORED SINCE NO OUTRIGGER OR FRONT POST IS UTILIZED AND SINCE IT CAN IN FACT POSE AS A TRIPPING HAZARD. SINGLE SIDED WALL UNITS: WALL UNITS AS SPECIFIED MAY BE ANCHORED AT EVERY OTHER FRONT BASEPLATE ONLY IF THEY ARE ANCHORED TO THE WALL IN THE REAR. NOTE THAT THEY, IN LEUI OF BEING TIED TO THE WALL, MAY BE ANCIIORED EXACTLY LIKE TI-IE ABOVE SINGLE SIDED UNITS. PLEASE FEEL FREE TO CALL WITH ANY QUESTIONS YOU MAY HAVE REGARDING THE ABOVE MATTERS. 161 Atlantic Street Pomona California 91768 REVISION NO. qSo2..73 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director August 21, 1998 Todd Rankin Sierra Construction 16715 NE 79th Street Redmond, WA 98052 Dear Todd: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0273 Babies 'R' Us 17500 Southcenter Py This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Department. At this time the Fire Department, Planning Department and Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, Brenda Holt Permit Technician Enclosures File: D98 -0273 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS DATE: August 19, 1998 PROJECT NAME: BABIES "R" US (rack storage) PLAN CHECK NO: D98 -0273 PLAN REVIEWER: Contact Bob Benedicto at (206) 431 -3670 if you have questions regarding the following comments. 1. The structural analysis for the rack storage references the 1994 Uniform Building Code. As of 1 July 98, the City of Tukwila adopted the 1997 edition of the Uniform Building Code. Provide calculations based upon the 1997 Uniform Building Code. PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D98 -0273 DATE: 1 -11 -01 PROJECT NAME: BABIES R US SITE ADDRESS: 17500 SOUTHCENTER PY SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Buildi g Division (�iq -o1 Pub is Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 1-16 -2001 Not Applicable Comments: TUES /THURS ROUTING: Please Route pr Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Fr Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE 2-13-2001 CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: €fts LQNIEW /ROUT�GTSLIP ACTIVITY NUMBER: D98 -0273 PROJECT NAME: BABIES 'R' US Original Plan Submittal Response to Incomplete Letter _XX_ Response to Correction Letter # 1 DATE: 8 -31 -98 Revision # After Permit Is Issued DEPARTMENTS: di'ng in h' blic Works x 510 Fire Prevention ket.C./ E, 2015 Structural n DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete n Incomplete ❑ Not Applicable Comments: Pla,nning Division 8- 1'215 Permit Coordinator R DUE DATE: 9 -1 -98 TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: n DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWERS INITIALS: DUE DATE: 9-29 -98 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions n DUE DATE: Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR-ROUTE.DOC 6/98 ( i vittit PLAN REVD0�1111IG SLIP ACTIVITY NUMBER: D98 -0273 DATE: 8 -11 -98 PROJECT NAME: BABIES 'R' US XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision After Permit Is Issued DEPARTMENTS: uilding Division Public Works 1\1'1 e TiQ Fire Prevention AUX - ? Structural n 'i4 tanning Division k)) (A- S'13-e Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 8 -13 -98 Complete Incomplete Not Applicable n Comments: TUES /THURS ROUTING: Routed by Staff Please Route n No further Review Required (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 9 -10 -98 Approved n Approved with Conditions n Not Approved (attach comments) �bwee� -iG�I btx-- metiLed REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved DUE DATE: Approved with Conditions n Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1- I I - CD() t Plan Check/Permit Number: 7 $ - C) ZT3 ❑ Response to Incomplete Letter # Response to Correction Letter # Er Revision # 1 after Permit is Issued Project Name: q3fr IES Q LCS RECEIVED CITY OF TUKW I. A JAN _ _?.. 2001 PERMIT CENTER Project Address: ?4g.V.(-3 4-y Contact Person: -1 , tt ss Phone Number: s 7 S - t309•0 Summary of Revision: (� *. t C*'f? Ott D A/ L ertt Vt . - C.tits.f. fR(ticCr (ZW.k (C_ CONitcFc.rcc 1tS . Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 1 ' 01 08/30/00 DATE: CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 e va, 10,6 � � PROJECT NAME: esettites Us PLAN CHECK/PERMIT NUMBER: D'180273 PROJECT ADDRESS: Ilqoo 5: CONTACT PERSON: 11544 h PHONE: REVISION SUMMARY: -- .L;S -tom , . _-(2i3eVe?.— 1St). ) AakktIC) efiraA. SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and d to revisions. -)e'\ Ira RECEIVED CITY OF TUKWILA SUBMITTED TO: AUG 3 1 199 PERMITa9ENTE 3/19/96 City of Tukwila Fire Department Fire Department Review Control #D98 -0273 (510) John W. Rants, Mayor Thomas P. Keefe, Fire Chief August 20, 1998 Re: Babies R Us - 17500 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher should be of the "all purpose" (2A, 20 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 2. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1003.5) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act,. chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72. and the City of Tukwila Ordinance #1742. Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA' 70) 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 7. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 575-4439 City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief 8. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) 9. Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 10. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) 11. Racks designed for high -piled storage must comply with section 2207 of The Uniform Building Code. Please contact The Tukwila Building Department for details pertaining to design and installation standards. 12. Smoke venting and curtain boards required by Table 81 -A of the 1997 edition of the Uniform Fire Code, shall be provided and installed per section 8102.7 and Table 81 -B of the 1997 edition of the Uniform Fire Code. 13. A permit is required to use any building or portion thereof exceeding 500 square feet for high -piled combustible storage. (UFC 105.8 -h.3, article 81) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, ry , ; 5(0 The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444Andover Park East • Tukwila, Washington 98188 • Phone (206) 575-4404 • Fax (206) 5754439 I have examined the original document and certify is a copy of that imam ifs Public . + for the /te of Washing on 11 . g at 4. 1124 Dated My Co..•••' •n expires 1S al. DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A • lialletallMaa• : ;0.1 .. ,.:MINIM . EXP1f BCN GATE • .SI.ERRCC14SN.8 0812'7/9.: SIERRA CONSTRUCTION CO INC 16715 NE 79Tri ST REDMOND WA 98052 STATE OF WASHINGTON Fd25- 1;52 -G ,3.321 D98-0273 RECEIVED CITY OF TUKWILA AUG 3 1 1998 PERMIT CENTER kl TYPE *A' BEAM WELD NOTE: ALL WELD=I/8"THK. k 4 4$0 . A. . 0 0 CI --':: 4011 \ I ' • . -,,,, -_,0 AO' ,,, N„,„ ,. 11110 04 kl lki 5 d /CD — 7/16V . STUD . . 1 1MTYP- \ \ , ..... kl c ,-Z4 s ' ss oll 3/4" 0 . . 0 L. Ir 1 1/4"-Cne. . 3" APPROX. I I ri CI 3" APPROX. --- ( -■ 6B, . 4" CONNECTOR 7 ---, V-A \... _/ TYPICAL BRACING TO COLUMN CONNECTION 5B \.. ./ .----„, BEAM k , . GENERAL CONFIGURATION --\ V-B ■ _J TYPICAL BEAM TO COLUMN CONNECTION NOTES: _ri " 20 " " , " " t 40 48 & 60 Al l. STORAGE RACK DESIGNED PER SECTION 16322 OF THE 1997 U.B.C. 2. STORAGE CAPACITY: SEE ELEVATION 3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING THE DESIGN CAPACITY OF THE RACK USING A PERMANENT PLAQUE NOT LESS THAN 50 SQUARE INCHES 4. ASTM A570 FOR SHAPE Fy = 50,000 PSI GRADE 50 • ALL BOLTS A307 (UNLESS NO1 ED) 6. ANCHORS HILTI KWIK BOLT II OR APPROVED ECM/ L ICB0 #4627 7. CONCRETE 5" THICK x 2000 PI 8. SOIL BEARING PRESSURE 1001 PSF a PULLOUT CAPACITY IS THAT WITHOUT INSPECTION. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCI IORS. - , , . , q ALE - ----,-------- I understand that the P ,_ 03d ia c s e cop . rrors an o SPaturdabopetc:r ") : code or orc■r--:, ._-.: : ,. ,,, d caa ds not atith BY , a ____ Dal • .0- . _ .. permit No. ' ' M TYPE 'A BEN WELD 96 + I I 3so# 96 - 1,000s — " 350# 39" , 1,000# 39" 51" 51 " . � r i k-../ ...,‘ ° 1 -1 , 0 -, 1"f 1" t 3504 3 „___I 39" " yaw 39" 6 1 ' 3/4" 1 0 120" 3 3/64" COO 3504, 51" (IDID 1,00011 39" 51" •.– 15/8 -1 411) 7 GA t ,., 3 Front View ' Side View 3 " Front View Side View ____ 9" 6A 6" CONNECTOR SEE DRAWING No 38-0539B FOR MOVABLE UNITS A BEAM TYPICAL STORAGE RACK ELEVATIONS . 1/2" 1/2" MIN. EMBDMNT i T Y P . 1/6'17 1/2" Ilia OkilliWi ow II 1 REQ'D PER BASE PLATE TO COLUMN 3" 1 1/2" --i I lifill. 1 5/8 " 411 BASE PLATE @ CONCRETE . , 1/T 0 ANCHOR A 8/28/98 A.R REVISED GENERAL NO E REV. DATE BY DESC I IIP T ION 14 GA_ '") 1 1/4" 3 1/4 " • r 14 GA I. . FA 4, % di Wm • 417' .,.." 00,,01..'" • 44,. 1;4,: Gr SEIZMIC MATERIAI HANDLING 9/16"0 — > — 5/8" INC. ENGIVEERING 161 Atlantic Street EST. 1985 Pomona. CA 91768 Tel. (909) 869-0989 • Fax (909) 869-0981 . TYP 1/2 1/8" 1 3/4 - I 5/ 3 1/4" 1/8" THK. - • • ' - . . .: 11 ,, 3 1"2" MIN. EMB. ; 7 4"•;a -- •=pil-,:_------ - 7t1;_-=• - i.-- - ; --- 7 , - --- "' _ i SOIL -,,, -,-- --- U10 , 1‘1 ,, u s . -.) D ';:', LI - 1 , r, . A.,P,, ..::r -;; --- ---- :• , ' - CONTRACTORS CALIFORNIA LICENSE NO. 665374 SCALE NONE DRAVVN BY R. A. DATE 5/26/98 APPROVED BY SAL E. FATEEN DESCRIPTION STORAGE RACK DETAILS (INTERLAKE TYPE) 2 BASE PLATE ADDRESS BABIES 'R' US TUKWILA, WA DRAWING NUMBER 98-0539A -- ( 1 ) COLUMN 3 ..._\" .... ANCHOR ICBO #4627 (-7. 4 HORIZONTAL & DIAGONAL RACING D98-0273 RECEIVED CITY OF TUKWILA AUG 3 1 1998 PERMIT CENTER WHEEL CHANNEL 0 CDBNEBSABE_ 3" CD_RNEBS_ARE_ 3"X 3"X 1/8" WITH 3M3X 1/8WITH / A 1" LIP ABOVE A 1 " LIP_AB_OVE THE_CAHRHIAGE SURFACE IHE CARBBIAGE SURFACE WHEEL_QHANNEL 2 11 ---.. _ .. _ _ 3" 4 :kr 1 1 I w 1 1 10m ■■ i a S . k111 I _ - -- - - / .__. / -' I i , , , \ . \ % , , , 1 2 a 1 01 1 1 : oil 1 7/8" , I I I 1 R k . L S . 1 I • ill % 10 1 7/8" I 1 I vi 1 110111 . liw ... SID_EEIAILS ® SIDE RAILS ® 8_0E13m-a i• A— - e •■ mm 0. whEaskiAtca o ,, ...,--11, 0, \ 0 - './:7=74 .:..6%,... • b, 4. .■ , I. il MACK 0 _,_,_ TRACK MACK ANTI-TJEARM ../ VIEW "A" VIEW "B" L A VIEW "C" ATTACH W/ NO 8 TEK SCREWS 204 i 3/8" . 96" i 60" 39" 39" 39" / 5 " ,I 0.177"0 X1-7/16" MIN EMBED. 1/8" ' SHANK DIAMETER .17XLEGILCD_NCRE_T_E ANCHOR TRACKAND ANTI-TIP ELOOR_RAIL__ EVERY241' OI_C_ENIER 120" 6063 T6 ALUM NUM r 4 WHEEL CHANNEL rico k A ANCHOR ICBO #2388 ATTACH W/ NO 8 TEK SCREWS 52" ATTACH RACK TO MOVABLE BASE WM& 1/8" — 2' 1. STORAGE CAPACITY: 1,000# PER LEVEL 2. CONCRETE 5" THICK x 2000 PSI 3. SOIL BEARING PRESSURE 1000 PSF 4. ASTM A572 FOR SHAPE Fy = 36,000 PSI GRADE 36 I 5. ALL BOLTS A307 (UNLESS NOTED) 6. ANCHORS HILTI KWIK DS PIN OR APPROVED EQUAL ,..1 0 i 2" 1 t / - 7 --- // BOLT PER BASE 3" Front View Side View 8" ICBO #2388 6063-T6 ALUMINUM _ ■ / TYPICAL STORAGE RACK ELEVATION C -- N 3 \ SIDE RAILS - - . , _I 0:409531...U_E TEMPERED_ SPRING STEEL \ Ilk Nik 4 Amok. Iii 11 ifil , 204 3/8" , - . COHNIEBS_ARE WHEZL- 3"X 3"X 1/8" WITH 0 CHANNEL . A. ... \I .. 4 7/8" I 6063-T6 ALUMINUM A_IILLIE_AB_OV_E THE_CABRITACAE SUBFACZ smanAu. ® ■ i ANTI-TIP TRACK t. Ekr qt o ovuar, 4. - "t+ 4' • Ae..r.t.:;.; ' 474S1114#1".-000 SEIZM IC MATERIAL HANDLING C-1095 BLUE INC. ENGINEERING 161 Atlantic Street EST. 1985 Pomona, CA 91768 Tel. (909) 869-0989 • Fax (909) 869-0961 . ThACE '0 t ..1. -:-. 4 : - . , , TEMPERED SPHING,SIEEI. 407L. .1111. • I IIII. qv ■■• k 1 ' A . GsoNTRACTOR8 NONE 3"X 3" SQ, X 1/8" WITH .--,, LICENSE NO. 665374 DA rE 5/26/98 APPROVED BY SAL E. FATEEN 6 0 3/8" 10 A-111-1P_ABOVE THE CARRRIAGE DE RIP ION MOVABLE BASE DETAILS (MOBILE MEDIA TYPE) , SURFACE 31/2 6063-T6 ALUMINUM --N, ADDRESS BABIES 'R' US TUKWILA, WA DRAWING NUMBER 98-0539B .1"- i\ } GENERAL CONFIGURATION 7 --■ 1 . i RUNNING TRACK D98-0273 • RECEIVED CITY OF TUKWILA 1.- ) 1998 PERMIT CENTER CE RAII.�O GA. CONNECTORS & "H" SECTION. 7 �, © �+ 0 ABE SPOT WELDED TO SHELF ‘..\0\4‘. �PP1E �� S 6� V Ri S I CENTER RAIL - 24 GA ° , ' I BOZTOM RA11_,_22__G A. ' ll ,„ 0 re Nig SHELF (22 GA.) co,, 7 72 6 , ` .. 00 8 RAIL �AR l � . 4 BASE BRACKET TRIM (22 GA.) am GENERAL CONFIGURATION END TRIM o 1 i 3/16" 11 �11� THK � Q C'3 CO r /o 2,,6' 0 0 gi 0 ili ' e' 46, NOTES• A 1. SHELVING DESIGNED PER SECTION 1632 2- OF THE 1997 UBC 2. STORAGE CAPACITY 100# PER LEVEL I LOCATIONS 3. POST LOAD SIGNS AT CONSPICUOUS LOCAT O S DE_PI IN CT G THE DESIGN CAPACITY OF THE RACK USING A PERMANENT PLAQUE NOT LESS THAN 50 SQUARE INCHES 4. ASTM A570 FOR SHAPE Ey 33,000 PSI GRADE' 33 5 ALL BOLTS (UNLESS 5 S A3 7 0 1_SS NOTED t ) 6. ANCHORS HILTI KWIK BOLT II ANCHOR OR APPROVED EQUAL ICBO #4627 SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION. SPECIAL PULL OUT IS THAT OF WITHOUT INSPECTION SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHORS 8. CONCRETE 5" THICK x 2000 PSI 9. SOIL BEARING PRESSURE 1000 PSF L. A 0 SHELF CONNECTOR (1 1 '' GA.) `� SEE DRAINING N(3. 98-0539E FOR ELEVATIONS NOTES: NUMBER OF HAT SECTIONS VARY DEPENDING ON DEPSH o\ \fi ,\o �. ° �P� ..-.. e °° r 1 L 41 : 1 STEEL BASE DECK (22 GA.) r \ 1 TYPI ■C LIGHT DUTY STORAGE FIXTURE ELEVATIONS 7 GA PIN 511�0 HOLES 011 `` mo LEV INS LEG 1 o • 15�,6 011 A 8/28/98 A.RREVISED GENERAL NOTE REV1 DATE I \. BY DESCRIPTION / 1 ANCHOR PATE (12 GA.) ' �y E' Etz — 1� _ �" fs: - a SEIZMIC MATERIAL HANDLING 6 4„ _ \4/ 3" /r 6, ENGINEERING INC 161 Atlantic Street EST 1985 Pomona, CA 91768 Tel. (909) 869-0989 • Fax (909) 869 -0981 2 „ 3/8" 11 GA 1 1 ! MIN. EMBDMNT 3/8" 0 BO � ® \ I SLi \ I ® T 11111 ,,1,1I�1'1 TI � 4'� � �ii *r : r di' � . .:nttl� CNTRACTORS CO LICENSE NO 665374 SCALE NONE CRAVEN BY ' DATE 5/ 26/98 APPROVED BY SAL E. FATEEN BASE CONNECT0� I 1 / (2) REQ'D PER BASE PLATE C EVERY OTHER BAY ELATE D RI - TION SHELVING DETAILS (LOZIER TYPE) ADDRESS BABIES 11' US TUK WILA, WA _ DRAWING NUMBER 98-0539C 7 1) UPRIGHT 5 BASE BRACKET . �3} ANC HOR ICBO #4627 I I I 5 BASE FRONT (20 GA.) 1)98 -0273 RECEIVED CITY OF TUKWILA AUG 3 1998 FJDbr e — D98 -0273 RECEIVED CITY OF TUKWILA LI E_ : i 998 PERMIT CENTER ATTACH W/2 1 1 , ! s 4A I a QQ SEE Q\ / I� iY�i'y / 0 s e % i SEEDFJAJNINCiCLO 98�5S2GFQR #� 5 r 2" I I I I I I ® 1 3/16 / 1 1 /2" r � ' 1 1 /4" 23/16" 7 I 3/16" \ �✓ \ 7/8" 3/8" / i i UIYSIOBAGE.Ei LURE PETAILSAND_OOMPONEN7S DRAWING NO. 98 -0539E FOR ELEVATIONS WIRE WELD BOTH ENDS TYP. r DECK CONNECTOR COLUMN TO BASE SHELF ATTACHMENT 5B FRONT BEAM (12 GA.) S CONNECTOR r , GENERAL CONFIGURATION .42 Ifj 1 .42 42 r l'7 /'' �D 1 N12 1a \ �2 K siCl► 6 a _1/2 " r��iC?LES 75 J 5 r -. B � � � � . 875 ` I I 1 .42 31 .125 / I 1 I : H : ! f 1 .125 2 1 41111111, \ \x x 3 \ ANCHOR PLATE (12 GA.) 3 1 /4" .125 I 6 7 � X\ I 1< 7i f / 2.. ' I 1.125 �� ' I I ( 6" I 1.125 1/4WIRE MIN. EMBDMNT 1 WELD 4 N. i ' / -. :,,,,/-....0 777CCC WIRE WELD BOTH ENDS 11( , ♦ I WIRE WELD BOTH ENDS (2) ANCHOR REQ D PER ANCHOR PLATE BOTH ENDS TYP. TYP / TYP. r J SEE DING-98- Q539E_E2BALyCHORING LOCATIONS (� \ 7 ■ ANCHOR 7 � 5A� BACK BEAM (16 GA.) ` 6AA CONNECTOR A � FRONT BEAM (16 GA.) � CONNECTOR / 5B B -7 T FRONT BEAM (12 GA.) � 6B B CONNECTOR NOTES: 1 3 ,Q - 7,54, •�/ 2 1\ 9 \ • Sig„ 274, ' et / • \ A ga YP. 1. SHELVING DESIGNED PER SECTION 1632.2. OF THE 1997 UBC. A 2. STORAGE CAPACITY: 80# PER SHELF 300# FOR TOP LEVEL 3. ASTM A570 FOR SHAPE F Y = 33,000 PSI GRADE 33 4. ALL BOLTS A307 (UNLESS NOTED) 5. ANCHORS HILTI KIIV; BOLT II OR APPROVED EQUAL #4627 6. CONCRETE ! 7 SOIL BEARING PRESSURE 1000 PSF 5" THICK x 2000 PSI <I 14 a 8 O ® �, $ ® TYP. TYP. 6 P� ^ �. fi N y�rs � , ° r rig, ' ° ° � =ts� ° ° ° I ° ° ° \ < ` v � ° ° I ° 3 /9 �� ° I �1� I ° - -, ° r� ° ° >' - ° , I ° ° ° , J . I i ° . i1 �6 9 ,g 2 `/` r / . O I ° ° ° I ° 9 l \ �g 1�2 TYP. / !° ° ■ . ° ,2 21 ` ° -. " 1/8 / 1 5/8" ■ ° ° ° ° ° i ��1 �° °� �r e I ° 1 JJ ' \ glQ Q1 8/28/98 A.R. REVISED GENERAL NOTE REV. DATE BY DESCRIPTI y E. FAT y � .' S I'PP ' / ' , fir' 0 SEIZMIC MATERIAL HANDLING INC. ENGINEERING 161 Atlantic Street EST. 1985 Pomona, CA 91768 Tel. (909) 869 -0989 • Fax (909) 869 -0981 CA LIFORNIA C LICENSE NO. 665374 SCALE NONE DRAWN BY A.R. DATE 5/26/98 APPROVED BY SAL E. FATEEN V (TO LOZIER UPRIGHT) 1 /8" 1 jg" (TO r MULTI 548 u =F UNCTION UPRIGHT) • DE `PTION I PT MULTI - FUNCTION DETAILS (LOZIER TYPE) ADDRESS BABIES 'R' US TUKWILA, WA DRAWING NUMBER 98 -0539D \ 1 COLUMN (14 GA.) 2 SUPPORT / 1 3 BEAM r4 CONNECTOR , 3 BEAM 4A CONNECTOR D98 -0273 RECEIVED CITY OF TUKWILA LI E_ : i 998 PERMIT CENTER PERIMETER WALLS t 144" 48" t 16" . 16„ 19" 19" o 1` 19" TYP — T 19" TYP •- 22" ' 22 " 1 — 22" -�[ `— 34" —/ 1 * * * * Front View Side View Side View Single Sided Single Sided * - DENOTES ANCHOR LOCATION FOR SINGLE SIDED UNITS. ANCHOR AT EVES OT. - :: , • • ■ a : i :. • • I. ALL ANCHOR THE FBO • k ik a•: • ::A • ■ TYPICAL LIGHT DUTY STORAGE FIXTURE ELEVATIONS ^ 22 22' 34" 34" 96" I 1 96" — 48" 48" — 102" Mk V \ 1 ® V ` 102" Lia 32" TYP. \ 22 1. DIVIDE EQUALLY I d La Ala 0 'fir Y e J Cr — E . FA T Q. � Fcss SEIZMIG MATERIAL HANDLING r -- j �� e; a ,:•• ° • ■ I f , � ENGINEERING INC. 161 Atlantic Street EST. 1985 Pomona, CA 91768 Tel. (909) 869 -0989 •Fax (909) 869 -0981 * * * * * * * * * Front View Side View Front View Side View Side View Double Sided Double Sided Double Sided DE L�LOTES ANCHOR LOCATION RIRaQU LFSIDEDUNITS �. .> , � a {r,., / �� ! jr . �v �o00 A.. ice' CALIFnRNIA coNTRACroRs LICENSE N o . ss5374 . SCALE NONE DATE 5/26/98 DRAWN BY R.R. APPROVED BY SAL E FA ' T EEN ANCHOR AT EVERY 3RD BAY, FRONT AND BACK (2) ANCHOR PER BASE PLATE '. FQFLSIN .LE' SIDED UNITS. k AS; : ; • . : AY. FRONT AND_ IF UNITS ARE ATTACHED TO WALL- - > ' . • PTI. SHELVING ELEVATIONS ANCHOR THE FRONT ONLY " (2) ANCHORS P E8_- BA��I�A T E ADDRESS BABIES Ur IL A US i"UKWIL WA DRAWING NUMBER 9S"UJ39E / T MULTI- FUNCTION STORAGE FIXTURE ELEVATIONS D98O2 73 RECEIVED CITY OF TUKWIIIA AUG 3 1 1998 PFD kfirr C mm 55'-'5 I 55-0 1 5F-5 9 r (1E3 -3 3/8" SALES) FROM 000K 0 SALES GOND. TO BACK OF SAES GOINDOLA 7b8 25-0 1/e 70-7 5/8' 546 1/2 ,,,,,_„. 27-5 1/5 SALES GONDOLAS 1•-I5 X 0-6 1/2 10-5 , ..,- COMPACTOR 1 1 2,190 LF. 770 LF. , 1 I TRUCK PAD OVERHEAD SHELVING41 (SHOWN DASHED) .... ""kli I :f4 iir -: 0 , — -I ._.. 4,r) _.,, - III 1 / 10- ( 16,40. L. / 0 — et' T 26 1//, 2,202 L.F. 7 , RECEIVING I AREA 5,888 S.F. alOcti - WIVE k ill _ - . I- I -,1:-.,1-.,1 E-11_ _Ill k 1 •7;7. I 5 il_bi. 5 I ''' I :1 511 Yq g I !;:.°1 _1 1_,,, j. 1::• 0 1 0 1®1"L'Ila - 1 4 _7 6 1Z 5 1 ." L -6 1 .6 141 .6- l_b_1 - ',j1F 1 , I 6.-.1/8" 45-0" RPM STORAGE C ; . 3 4- - - ' ' I , • Mill ...• . BROX , 7 7.----'7.1 ir -e - IMMO • ' 2.- " Iw I. I ,,,y . -r ,,s . INFANT BEDDING PNIEIS -, 1 '' I ' I M R 1 1) 8-0-, 40 0, I:ZI 0 1 a 0 1 --• - - ' _ - 06:1g<11 - co , 5 I I b... U - 0-6' x ss-cr GRAVITY FED DIAPER FIXTURE r 0 ..??' • " ,. 3 I - 64 ' 3-10 1/2 I . 2 „ r 5 Wit 15.4 ..,. , i -to 1/2" it 5 ,tit5H Mlinlintli , 6 . 5-6 5, twat ' 5-10 • 1 . . o wii i ' T e , WANE .-2" . 3 -1 /2- v tRIE ' T . g ' , , 8,,,,Km a F KM \ s *-10 1/2' 0 k 7-0 1/2" m ' s'7.6.2.0. a--- ., . , If F. 7-2 1 r •2 21'. - .., a ,7.__C -- - J., , 30-2 , 10 _, . -. I :. 80. 6 ' . 5- 5 NM MRE 6 , -0. GR'° --. . -2. ''''' 6' -8" . 01 CI ' ei l Or " F . tO I:4 wElb DDR 4E6; a 07; 4•., LAtTI f t'''.; 9 9 to' to to to to tr-: to 4 4 4 Li I I IL! LI ..spAs I L AP 1 . ..11 , -2 1/ „., i/2" Id-6 10 , 6'-2" li ' / '( - 0. gr im• I 0n ,... , I EF- EE TINP8A00 03) 018A AS1•Q''' to to F L", e, 2.-. .1, z ; to to to 0 5 1 4 ''''' coTIII • r-2 12' ' / 5 6 , ' 1" 12' .. 7-8 .1111611111 GRID 5.-8 3 /8r V Hai . ,... R ,,,,\ f x Ix, 6 , \ \ II Is tri it,1 0 CO IF,i, :11 411 WIRE 01 0 0,1 g) -, 41x . 41i ei A''' 6 lif 42 . -6 la g ',•. i 9'-11 ' 41/16 2 al 1 ' 2 I k, "I . , , X 85 5/, aMili WM -01111 •-0• -0' 4'-7 I/2" i , trirafatAnow CENTER • , 2-0 ,. • 1 _--------' „ vela I. 6.. 5 . 6 . -6 -- , m •, is C 9' 9 . , , i, 1 "' 1 , 11 ;I , 1 111;;_.t w i t ii 9,28 .... a il ,..7.- ,, .r. ,11_ , I n Ell , e al g 5. 5 .,,....; ,..._,_, 11 22 , DISNEY •• Pdfiry - -.. ''" () 0M H 1 1 l' 1116... _, 1 i" 11 11 :MIR ' - 1 , U 1 g ‘3 4/... ' -°. -- , :".- 0 0 v, . 20 IC 7 , ... ... ER g 1411 ,.....m 5 -1 •--- -__ - --• _._ .. .:7 A CAR-EA I , CA'AREA 1 ...- -.........., --, L, ..I „ , , 5 5 ■401 5 5 NM 5' MGR 1 1 , 5 1 0 o 9, T o!, V, 1 4 mr,00,_ 24'-10 1/4" CI 39'," FROM 000550 EDGE OF RACIRA. 1 0 BACK OF SALES GONDOLA ED I3 3U-6 3/8 FRP.1 BACK OF SALES GONDOLA TO 001aDE EDGE OF RACETRACK EXIT ENTRANCE ., e' - 0” El 0 EF ,, BENcw_..., czi GIFT VtRAP KIDDIE RIDE 93 OVERALL WIDTH OF RACETRACK 9 Or (163-3 3/8' SALES) FROM BA. CF SALES GONDOLA TO BACK OF SALES CONDO, FIXTURE LINEAR & SQUARE FOOTAGE LINEAR FOOTAGE SQUARE FOOTAGE SALES GONDOLAS PRE-SALES RACKING SALES CRIB AREA SALES APPAREL 98 37K BRU PROTO 2,190 LF. 770 LF. 5,814 S.F. 5,605 S.F. THIS PLAN 2,202 L.F. 815 LF. 5,888 S.F. 5,685 S.F BUILDING SQ. FOOTAGE CHART SALES SQ. FT. PRE-SALES SQ. FT. AU XIUARY AREA SQ. FT. TOTAL BUILDING SO. FT. 98 37K DRU PROTO 29,749 4,38.3 3,143 37,275 THIS PLAN 121,1;q0 5,382 P:1Fq0 38,422 FIXTURE PLAN SCALE: 1 /16"=1'--0 n ( • 4/39,1415 4 4/4/tie APOW AS PER S1 PLAW 5 ,/,5/44 RZI.0 WAAI TT3LET ROI EA PER EKK6M6C -eow.42w PROTO PlWovEa AS PER STORE Pt.h.'E4RC 7 5/8 ' 5/8- D CHANGIN4AREA 1 1 SCALE: 1 /8 SCALE: 1/8=1-O A 1/8" SPECIAL ORDER DESK 7 5/5 RESTROOM/BREAK AREA PLAN 8 1/, 9 1/4 8'-2 1/4' 3/4' a- m 0 TEL RM. - - - ('/ COUNT ! ROOM 1/ _, 8/r "T IS-4 3/4' IA 8 1/4 - Niv 2, 10 1,/, FRONT END OFFICES 1/A SCALE: 1/8'...1'-0 OFFICE SHELF ABOVE 7 1 • CUSTOMER SERVICE AREA SCALE: 1/8=1 0 0 Il PRICE CHECKER LOCATIONS BABY REGISTRY SCALE: 1 /8•=1-o" CEIUNG HEIGHT AT FRONT CEIUNG HEIGHT AT REAR =?* 0- Ti I:: I V, z a 0 LADDER STORAGE-- z Li F- E- Z Ui a " D98-0273 1641-8 I 8' FROM CENIER OF DEMISNIG WALL TO CENTER OF DEMISING HALL 8 TRANSFORMER SPRINKLER RISER vr PALLET (RGO) REWRAP COUNTER REPAIR SHOP (BELOW RACKING) National &Rao 461 Frorn Rood Paramus, NJ 07652' (201) 599-7800 This drawing is the Exclusive Property of TOYS "13" US. The information *lawn may not be used nor the Drciwings ReprodUced without permission of TOYS "fr US. Location TUKWILA, ,W Drawing Title FIXTURE PLAN Scale Date AS NOTED 2/19/98 sheil iftm AUG 1 i iggg - 'PER","T,9ENTER,